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Home My WebLink About17080193.142 PROPOSED TWO z> STORY STR 108 I r FAMILY BUILDING A t1 v Z iNWE} 829.95 1,676 SFT i s: a m Z T m z z n I' FFE:838.50 V��<a #Q3 TA cs !^'pcm o I STORY SIR non , 4 a R _71z 1 � rr � l Z I O T' T00 / INV(SEk 870.80 % I 1060p4+ G'Lo 4 { mi / K aI iP'4S 102 W�i v 3�6 > _ / \y 570X11 51ft 103 TRB36.OB .13 TR838.51 _ ee ® TR, a3 551R 106A 5> QTR 106 .'. a ifi sIDRY STIR 109 ___ _ _ �s cmary _ SS STIR 103 T MH 0+00'om ------- TR 634.17 ----------- -----2.00 1+00- _� 'JISO 1, L< • eee - eee m1�9o�4 = 5007TR:S25 -- $STOWS107 STORM SIR 101 STORM 51R106 R8dTR 8391•`°' `'�•\i. 3 E I : .Jo T?4 ?D2 1 I7 3 Gq / / ! sIDRM SIR 1D5�` N: �'� STORY STH 105 ?04 iV1 TR 636.06_ t I q QPM '/ / ) IR:838.19 m83s2s1 Ik 845 STM -03 SCALE: 1° = 30' (HORIZ) 1' = 5' (VERT) �'N� PROGRAM GRAM 635o6seMc-------- — GRADE — r PVC SDR V4 1 830 y ? E PVC MR 35 CONUETE CRAOE REOD. PVC SOR 35 TATE RLP 120 LF PRI 31 LF OF 15' F OF 15' RCP VA TE PRIVATE 825 O Q25fL SLOPE O 0251 91PE ?48 lF OF 15' RCP 40 LF OF 15' RCP O 0.251< SLOPE O 0281, SLOPE 1+00 820 m 1+00 2+00 3+00 4+00 ( EXISTING LEGEND COMBINATION POLE v SIGN ® DRAINAGE MANHOLE ® SANITARY MANHOLE FIRE HYDRANT 0 STAND PIPE GUY WIRE 0 TEMPORARY BENCH MARK HOSE BIB (9 TELEPHONE HANDHOLE ® TELEPHONE MANHOLE LID m MAILBOX POST ® WATER METER b POWER POLE BENCHMARK DATA NAD .)� HELD OPUS FILE 17-72830]20 FOR ISP EAST FOR BASE /400 ELEV.83a28 AS TBM 50 RAILROAD SPW NORTH SIDE POWER POLE /048-632 LOCATED AT SW CORNER OF THE INTERSECTION OF 105TH STREET AND MCPHE7RSON STREET. ELEV.: 835.43 ASI IBM 51: CHISELED 'X' NW BOLT OF FIRE HYDRANT LOCATED *150' WEST OF COMBS ROAD AT THE INTERSECTION OF 106TH AND COMBS ROAD: 320 SOUTH OF OF 108TH STREET: ±15' FROM J OF ASPHALT DRIVE 1155 E IO8T1 STREET. ELEV, 84281 STORM SEWER NOTES: 1. ALL CASTINGS SHALL BE LABELED 'DUMP NO WASTE - DRAINS TO WATERWAY' 2 MANNiNGS COEFFICIENT n = 0.013 3. THE GRANULAR BACKFILL AREAS SHOWN IN PLAN NEW ARE AN ESTIMATE PROVIDED BY THE ENGINEER. EXACT LIMITS OF GRANULAR BACKFILL ARE TO BE DETERMINED IN THE FIELD BY THE CONTRACTOR BASED ON TRENCH WIDTH AND AS DIRECTED BY THE AUTHORITY HAVING JURISDICTION. 4. STORM STRUCTRURES RECEIVING SUB -SURFACE DRAIN SHALL HAVE BOTH PORTS CORE DRILLED. T OR Y BLIND CONNECTIONS ARE NOT ALLOWED. 5. THE STORM SEWER SYSTEM SHALL BE CONSTRUCTED PER DESIGN SPECIFIED AND AS APPROVED BY THE CITY OF CARMEL ON THE FINAL APPROVED CONSTRUCTION PLANS. DEVIATIONS FROM THE APPROVED DESIGN SHALL ONLY BE PERMITTED DUE TO SPECIAL CIRCUMSTANCES OR DIFFICULTY DURING CONSTRUCTION AND WALL REQUIRE PRIOR FIELD APPROVAL FROM A DESIGNATED REPRESENTATIVE OF THE CITY OF CARMEL IN ADOITION TO SUPPLEMENTAL APPROVAL BY THE DESIGN ENGINEER. AN EXPLANATION OF ANY SUCH DEVIATION SHALL BE INCLUDED AS A REQUIREMENT ON AS-BUILT/RECORD DRAWINGS SUBMITTED FOR RELEASE OF PERFORMANCE GUARANTEES. APPROVED DESIGN SLOPES IDENTIFIED AS GENERATING VELOCITIES OF 25 FPS OR LESS OR 10 FPS OR GREATER (AT FULL FLOW CAPACITY) SHALL REQUIRE AS -BUILT CERTIFICATION AT THE TIME OF CONSTRUCTION, PRIOR TO BACKFILUNG THE PIPE. THE CONTRACTOR IS INSTRUCTED TO AS -BUILT EACH SECTION OF STORM PIPE AS IT IS BEING INSTALLED TO ENSURE COMPUANCE WITH THE DESIGN PLANS AND AS APPROVED BY THE CITY OF CARMEL GRANULAR BACKFILL REQUIRED ""t"•' N'T l 1. CONTRACTOR SHALL PROTECT AND NOT DESTROY THE PROPERTY GORIER MONUMENTS DURING CONSTRUCTION, 2 CONTRACTOR TO VERIFY LOCATION, SZE AND DEPTH OF EXISTING UTILITIES PRIOR TO COMMENCING ANY CONSTRUCTION. CONTACT ENGINEER IF VARIATION EXISTS 3. SEE SHEET 0002 GENERAL NOTES FOR MORE INFORMATION. 4. NO EARTH OISTUigNG ACTIVITIES MAY COMMENCE WITHOUT AN APPROVED STORMWATER MANAGEMENT PERMIT. THIS PROJECT IS SUBJECT TO THE CITY OF CARMEL STORMWATER MANAGEMENT AND STORMWATER QUALITY ORDINANCE HAND, INC. (HAMILTON COUNTN AREA NEIGHBORHOOD DEVELOPMENT) 347 South 8th Street, Suite A Noblesville, Indiana 46060 I 260 _. STRUCTUREPOINT 72605tude dStationIndan0P0I{S.Indiana4525E TEL 317547, 5S80 FAX 317.U3 0270 warw.nnxNr I_bKc0m a EXISTING LEGEND COMBINATION POLE v SIGN ® DRAINAGE MANHOLE ® SANITARY MANHOLE FIRE HYDRANT 0 STAND PIPE GUY WIRE 0 TEMPORARY BENCH MARK HOSE BIB (9 TELEPHONE HANDHOLE ® TELEPHONE MANHOLE LID m MAILBOX POST ® WATER METER b POWER POLE BENCHMARK DATA NAD .)� HELD OPUS FILE 17-72830]20 FOR ISP EAST FOR BASE /400 ELEV.83a28 AS TBM 50 RAILROAD SPW NORTH SIDE POWER POLE /048-632 LOCATED AT SW CORNER OF THE INTERSECTION OF 105TH STREET AND MCPHE7RSON STREET. ELEV.: 835.43 ASI IBM 51: CHISELED 'X' NW BOLT OF FIRE HYDRANT LOCATED *150' WEST OF COMBS ROAD AT THE INTERSECTION OF 106TH AND COMBS ROAD: 320 SOUTH OF OF 108TH STREET: ±15' FROM J OF ASPHALT DRIVE 1155 E IO8T1 STREET. ELEV, 84281 STORM SEWER NOTES: 1. ALL CASTINGS SHALL BE LABELED 'DUMP NO WASTE - DRAINS TO WATERWAY' 2 MANNiNGS COEFFICIENT n = 0.013 3. THE GRANULAR BACKFILL AREAS SHOWN IN PLAN NEW ARE AN ESTIMATE PROVIDED BY THE ENGINEER. EXACT LIMITS OF GRANULAR BACKFILL ARE TO BE DETERMINED IN THE FIELD BY THE CONTRACTOR BASED ON TRENCH WIDTH AND AS DIRECTED BY THE AUTHORITY HAVING JURISDICTION. 4. STORM STRUCTRURES RECEIVING SUB -SURFACE DRAIN SHALL HAVE BOTH PORTS CORE DRILLED. T OR Y BLIND CONNECTIONS ARE NOT ALLOWED. 5. THE STORM SEWER SYSTEM SHALL BE CONSTRUCTED PER DESIGN SPECIFIED AND AS APPROVED BY THE CITY OF CARMEL ON THE FINAL APPROVED CONSTRUCTION PLANS. DEVIATIONS FROM THE APPROVED DESIGN SHALL ONLY BE PERMITTED DUE TO SPECIAL CIRCUMSTANCES OR DIFFICULTY DURING CONSTRUCTION AND WALL REQUIRE PRIOR FIELD APPROVAL FROM A DESIGNATED REPRESENTATIVE OF THE CITY OF CARMEL IN ADOITION TO SUPPLEMENTAL APPROVAL BY THE DESIGN ENGINEER. AN EXPLANATION OF ANY SUCH DEVIATION SHALL BE INCLUDED AS A REQUIREMENT ON AS-BUILT/RECORD DRAWINGS SUBMITTED FOR RELEASE OF PERFORMANCE GUARANTEES. APPROVED DESIGN SLOPES IDENTIFIED AS GENERATING VELOCITIES OF 25 FPS OR LESS OR 10 FPS OR GREATER (AT FULL FLOW CAPACITY) SHALL REQUIRE AS -BUILT CERTIFICATION AT THE TIME OF CONSTRUCTION, PRIOR TO BACKFILUNG THE PIPE. THE CONTRACTOR IS INSTRUCTED TO AS -BUILT EACH SECTION OF STORM PIPE AS IT IS BEING INSTALLED TO ENSURE COMPUANCE WITH THE DESIGN PLANS AND AS APPROVED BY THE CITY OF CARMEL GRANULAR BACKFILL REQUIRED ""t"•' N'T l 1. CONTRACTOR SHALL PROTECT AND NOT DESTROY THE PROPERTY GORIER MONUMENTS DURING CONSTRUCTION, 2 CONTRACTOR TO VERIFY LOCATION, SZE AND DEPTH OF EXISTING UTILITIES PRIOR TO COMMENCING ANY CONSTRUCTION. CONTACT ENGINEER IF VARIATION EXISTS 3. SEE SHEET 0002 GENERAL NOTES FOR MORE INFORMATION. 4. NO EARTH OISTUigNG ACTIVITIES MAY COMMENCE WITHOUT AN APPROVED STORMWATER MANAGEMENT PERMIT. THIS PROJECT IS SUBJECT TO THE CITY OF CARMEL STORMWATER MANAGEMENT AND STORMWATER QUALITY ORDINANCE HAND, INC. (HAMILTON COUNTN AREA NEIGHBORHOOD DEVELOPMENT) 347 South 8th Street, Suite A Noblesville, Indiana 46060 I 260 _. STRUCTUREPOINT 72605tude dStationIndan0P0I{S.Indiana4525E TEL 317547, 5S80 FAX 317.U3 0270 warw.nnxNr I_bKc0m HOME PLACE HOUSING EAST 105TH STREET & MCPHERSON STREET CARMEL, INDIANA 46248 CERTIFIED BY ISSUANCE INDEX DATE: 03117x2017 PROJECT PHASE: REVISION SCHEDULE NO. I DESCRIPTION DATE 1 TAC COMMENTS D5/10/201 Project Number 2016.00348 THE LOCATIONS OF ALL EXISTING UNDERGROUND NULLITIES SHOWN STORM SEWER PLAN ON THIS PLAN ARE BASED UPON ABOVE GROUND ENCENC£ oe set �bt IYnNted tq �,. AND PROFILE NATURE, 7PElE YAY nA150 BEth OS)T}ER EXISTING AND ARE NDEROtOUND UTILITIES FOR WHICH THERE IS NC ABOVE GROUND EVIDENCE OR FOR *MCH NO ABOVE GROUND EVIDENCE WAS OBSERVEO. THE EXACT LOCATIONS OF SND EXISTING U4DERGROUND UTILITIES �� TIED RA,W BY THE CONTRACTOR PRIOR TO ANY D ALL C431 CALL TOLL FREE S '811' OR 1-800-382-5544 - INDIANA UNDERGROUND -